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- W2056568716 abstract "A nonlinear cracked hinge model is developed, aimed at the analysis of the bending fracture of fiber-reinforced concrete beams. The model is based on the fracture mechanics concepts of the fictitious crack model with a bilinear stress-crack opening relationship. Closed-form solutions are presented for the moment-rotation relationship of the hinge as a crack propagates, and the case of a nonzero normal force is covered. Special shapes of the stress-crack opening relationship are treated separately. These shapes are the so-called drop-linear and the drop-horizontal for which simplified expressions are obtained. The applicability of the hinge model is demonstrated through analysis of the bending fracture process in the case of a three-point bending beam and an infinitely long beam on a Winkler foundation, the latter analysis comprising the effect of a constant tensile normal force." @default.
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- W2056568716 date "2001-03-01" @default.
- W2056568716 modified "2023-10-18" @default.
- W2056568716 title "Fictitious Crack Propagation in Fiber-Reinforced Concrete Beams" @default.
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- W2056568716 doi "https://doi.org/10.1061/(asce)0733-9399(2001)127:3(272)" @default.
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